Elastic buckling analysis of ring-stiffened cylindrical shells under general pressure loading via the Ritz method-Reference-Cited by-同舟云学术

Elastic buckling analysis of ring-stiffened cylindrical shells under general pressure loading via the Ritz method

Published:1999-09 Issue:1 Volume:35 Page:1-24
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Tian J.,Wang C.M.,Swaddiwudhipong S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Some characteristics of the flexural vibration of orthogonally stiffened cylindrical shells;Hoppmann;Journal of the Acoustical Society of America,1958

2. Effect of boundary conditions on flexural vibrations of thin orthogonally stiffened cylindrical shells;Penzes;Journal of the Acoustical Society of America,1967

3. Kendrick S. The buckling under external pressure of circular cylindrical shells with evenly spaced equal strength circular ring frames, Part I. Naval Construction Research Establishment Report R211, 1953.

4. Buckling of multiple-bay ring-reinforced cylindrical shells subject to hydrostatic pressure;Nash;Trans of ASME, Journal of Applied Mechanics,1953

5. General instability of ring-stiffened cylindrical shells subject to external hydrostatic pressure—a comparison of theory and experiment;Galletly;Trans of ASME, Journal of Applied Mechanics,1958

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